HomeMy WebLinkAboutProduct Approval MIAMDADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleeonomv
PGT Industries,Inc. .
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority i
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series 115500"PVC Single Hung Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation-
LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony
Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice
of Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shalt automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0519.05
MIAMFDADE COUPtTY Expiration Date: July 30,2020
l ' 712015 Approval Date: July 30,2015
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation- LM", sheets
1 through 13 of 13, dated 05/1.5/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E.
2. Test reports on:-1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7966,dated 08/21/14, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/15/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
r Manuel a ez,P.E.
Product Contr xaminer
NOA No. 15-0519.05
Expiration Date: July 30,2020
Approval Date: July 30,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS(CONTINUED)
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(CIear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and-Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors" dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15,expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-2010 and FBC-5th Edition
(2014),dated May 15,2015,issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest,dated May 15,2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by
Jaime Gascon,P.E. Supervisor,Product Control Section.
G. OTHERS
1. None.
Z/ Manuel er z,P.E.
Product Contr aminer
NOA No.15-0519.05
Expiration Date: July 30,2020
Approval Date: July 30,2015
E-2
ANCHORAGE ANCHORAGE EXAMPLE DESIGN P ESSURE RATING IMPACT RATING
EXAMPLE FOR 28-118'MAX.O.C. 21-518' �~ FOR ARCH•TOP
RADIUS-TOP AX.BUCK WIDTH MAX,O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE
HEADER(SIM. 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 67 IMPACT RESISTANT
FORALL FRAME SEAM 4 30" � MAX. / WINDOW TYPES)
WINDOW TYPES) B,SEE __ MAX.D.C. y1�
SHEET S / 10'MAX,FROMrSEE
SEE SR 1-1%4'
B.SEE�•__„ -30'MAX.O.C. � 12"MAX. SHE A.S 3 1 FUCED VISIBLE 12"MAX / FRAME FROM
S8&0
SHEETS l � 1^ ILIGHT WIDTH A,SEE B,SEE �-30"MAX.O.C.-►� 12,MAX SHEET31 1 SHEET3SFIXED EQUALLY VISIBLE A,SEEI 17-7l8'MAX O.C. SPACED I LIGHT 7-7/B'MAX O.C. SHEET3f EQUALLY _L C 0 RSPER I HEIGHT j_
SPACED I J_ C-0UALLY17-7/g^MAX,O.C.ANCHORS PER I 1.78' SPACED B4'
TABLES 9.11 / ANCHORS PER
�_ 84 0 _� O I 1 82' I BUCK
UCK TABLES 9.11
EIGHT MAX HEIGHT
10"MAX.IO.C. BUCK AS SHOWN
[,NO
4 10'MAX.O.C. HEI K x 10 MAX.O.C. x /� - y NEIGH I x I I 4 (MAX.)
.__ / 13-314"MAX.O.C. -'/---_
EQUALLY //7 13.3!4"MAX.O.C. EQUALLY SASH 113-3/4-M .O.C. EQUALLY T
SPACED / SPACED VISIBLE _� SPACEDL -� SEE T
ANCHORS PER CH011S PER LIGHT ANCHORS PER i S EETS --II / C
TABLES 9-11 / A I TABLES 9-11 HEIGHi A TABLES 9.11 080
6.1rr MAX "61 8.12MAX ANCHORSATSILL Bf ,J NOANCHORSATSILL B _J NO ANCHORS AT SILL Dom_,_,—J 1_1/4•
B�---' SEE SILL WEEP- S ILL WEEP-
NOTCH
EEP- SEE SILLWEEP- SEESILLWEEP-
SASH VISIBLE . -� NOTCH DETAILS,
NOTCHL WEEP-
NOTCH DETAILS, 54'MAX.BUCK WIDTH NOTCH DETAILS,
SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET
ELEVATION FOR TYP.EQUAL LEG FRAME E ENATION FOR TYP.FL GE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME
SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION
SHOWN WITH EQUAL-LITE CONFIGURATION SHO WITH ORIEUPRO CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN
75'HEIGHT SEE TABLES 741 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUN WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIRE NTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.F R INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED.
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE C NTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 GENERAL NOTES........_...........-..1
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. ELEVATIONS................-...............
1
4)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE CONSIDERED 1X INSTAL LA IONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS FRAME,GLASS&ANCHOR
DEPICTED AS 2X ARE 1412•THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS......................_....2
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE&
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEG/BOX...............3
SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN
6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J.CHANNEL...._................4
7)DESIGN PRESSURES: GLAZING DETAILS........................5
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES...................6-7
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES.................8-10
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/311.STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES...._...._._11
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY&PARTS LIST.....-.._12-13
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BYTHE AUTHORITY HAVING JURISDICTION. Appmud se complying wllh H�
10)REFERENCES:TEST REPORTS FTL-7984&7988;ELCO ULTRACON NDA;ELCO CRETEFLEX NDA;ELCO AGGRE-GATOR NDA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF Flullde &%Ch,'."
CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUMDESIGN Dal.11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL �� IrRvised By: Data: Revieron: NOABLYNN 4�� i� MIMI aa4USER INSTRUCTIONS: ENSE '. P � G % C/
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. � Q�' '.•'i:C� Revised By: Dote: Revlalon: -•'(J/_
2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. '%r ND.58705
3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - r, = ® Amdptlon: Drown 8y:
PRESSURE FROMTABLES4.8,ITMUST EQUALOR EXCEEDTHE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW GENERAL NOTES St ELEVATION J ROSOWSKI
-
OPENING OBTAINED IN STEP 1. -'O is W z
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 0-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR E F j1 1070 TECHNOLOGY DRIVE ore: Date:
YOUR OPENING'S CONDITION FROM TABLES 20R 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. !�n/•�'•., pLOR10P•,•' \� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
5)INSTALL ASPER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ',i�`-��iS%�••••" `r": (941)-480-1800
r�r Serfas/Modef. Scale: ShaeY. D—Ing No. Rer,
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, 1�A.rLYNN MIL'L�tP.E.
INTEGRAL FIN OR EQUAL LEGIBOX). REJI 60705 CERT.OF AUTH. 429288 SH-5500 NTS 1'"I'OF 13 MD-SH5500-01